1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/13/02 WATER AND POWER CONTROL DIVISION TIME: 07:52:24 LOVELAND, COLORADO JULY 2002 EASTERN COLORADO PROJECTS DILLON RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W GAIN LAKE TOTAL VALVES SPILL TOTAL ROBERTS TOTAL CHANGE COMPUTED COLO. UNDE- D I L L O N DILLON- TO IN SPGS. PLETED PREC TEMP EVAP GREEN DAY ELEV STORAGE RIVER TUNNEL OUTFLOW STORAGE INFLOW DEP INFLOW MTN (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (IN) MAX MIN (AF) (CFS) 179437 1 8990.02 178741 52 0 52 421 946 -696 282 141 0 141 0.00 85 41 32 161 2 8989.85 178334 52 0 52 294 692 -407 317 159 0 159 0.00 85 43 32 148 3 8989.70 177976 52 0 52 277 658 -358 313 157 0 157 0.10 79 37 13 156 4 8989.53 177571 52 0 52 314 732 -405 339 170 0 170 0.11 74 36 12 203 5 8989.35 177143 52 0 52 316 736 -428 333 167 0 167 0.04 70 40 25 172 6 8989.24 176882 50 2 52 228 560 -261 331 166 0 166 0.00 79 39 32 164 7 8989.09 176527 52 0 52 284 672 -355 349 175 0 175 0.00 81 41 32 174 8 8988.92 176125 52 0 52 284 672 -402 291 146 0 146 0.06 84 39 21 138 9 8988.72 175654 52 0 52 343 790 -471 347 174 0 174 0.02 78 42 28 169 10 8988.48 175089 52 0 52 345 794 -565 261 131 0 131 0.00 83 37 32 -5 11 8988.23 174503 52 0 52 338 780 -586 226 113 0 113 0.00 82 38 32 272 12 8987.98 173919 52 0 52 338 780 -584 228 114 0 114 0.00 84 37 32 133 13 8987.73 173337 52 0 52 338 780 -582 230 115 0 115 0.00 82 38 32 117 14 8987.48 172757 50 0 50 338 776 -580 211 106 0 106 0.09 82 37 15 129 15 8987.23 172178 45 8 53 338 782 -579 234 117 0 117 0.00 83 38 31 119 16 8986.97 171579 52 0 52 338 780 -599 212 106 0 106 0.00 84 40 31 141 17 8986.70 170958 52 0 52 337 778 -621 188 94 0 94 0.00 84 38 31 139 18 8986.43 170340 52 0 52 337 778 -618 191 96 0 96 0.00 85 40 31 80 19 8986.17 169747 52 0 52 337 778 -593 216 108 0 108 0.00 86 42 31 116 20 8985.91 169156 52 0 52 337 778 -591 187 94 0 94 0.19 81 43 0 94 21 8985.64 168545 52 0 52 337 778 -611 198 99 0 99 0.00 75 41 31 124 22 8985.44 168093 52 0 52 337 778 -452 326 163 0 163 0.35 75 41 0 101 23 8985.28 167733 52 0 52 229 562 -360 215 108 0 108 0.10 77 38 13 114 24 8985.05 167217 52 0 52 321 746 -516 260 130 0 130 0.00 81 40 30 90 25 8984.78 166612 52 0 52 345 794 -605 189 95 0 95 0.25 75 41 0 95 26 8984.53 166055 52 0 52 345 794 -557 267 134 0 134 0.00 74 36 30 101 27 8984.24 165411 52 0 52 363 830 -644 216 108 0 108 0.00 75 36 30 118 28 8983.94 164747 52 0 52 363 830 -664 196 98 0 98 0.00 75 34 30 86 29 8983.66 164130 52 0 52 345 794 -617 207 104 0 104 0.00 82 35 30 81 30 8983.38 163516 52 0 52 347 798 -614 214 107 0 107 0.00 83 37 30 84 31 8983.09 162882 52 0 52 347 798 -634 194 97 0 97 0.00 85 42 30 102 TOTAL CFS 1601 10 1611 10161 3892 0 3892 3916 TOTAL AF -16555 3202 20 3222 20322 23544 -16555 7768 7768 0 7784 1.31 80 39 779 7832 NOTE: USE FACTOR OF 2.0 TO CONVERT CFS TO AF/DAY, 0.5 TO CONVERT AF/DAY TO CFS 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/13/02 WATER AND POWER CONTROL DIVISION TIME: 07:52:24 LOVELAND, COLORADO JULY 2002 EASTERN COLORADO PROJECTS GREEN MOUNTAIN RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W DEPLETIONS GREEN MOUNTAIN DOTSERO LAKE TOTAL TUR- BY- CHANGE COMPUTED COLO. UNDE- T O T A L IN DENVER PLETED PREC TEMP DAY ELEV STORAGE BINES PASS STORAGE INFLOW SPGS. INFLOW (FEET) (AF) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (CFS) (IN) MAX MIN (CFS) 80683 1 7907.38 80228 428 0 428 849 -455 423 213 89 0 302 0.00 88 44 1230 2 7907.01 79733 433 0 433 859 -495 397 200 107 0 307 0.00 87 48 1130 3 7906.57 79152 489 0 489 970 -581 412 208 105 0 313 0.00 77 43 1090 4 7906.16 78610 528 0 528 1047 -542 505 255 118 0 373 0.30 80 43 1170 5 7905.69 77994 527 0 527 1045 -616 444 224 115 0 339 0.00 78 44 1360 6 7905.23 77393 514 0 514 1020 -601 428 216 114 0 330 0.00 79 43 1310 7 7904.77 76796 516 0 516 1023 -597 449 226 123 0 349 0.00 87 45 1240 8 7904.23 76099 531 0 531 1053 -697 376 190 94 0 284 0.00 89 51 1200 9 7903.74 75470 528 0 528 1047 -629 439 221 122 0 343 0.00 89 50 1190 10 7902.98 74501 524 0 524 1039 -969 93 47 79 0 126 0.00 88 44 1170 11 7902.64 74073 502 25 527 1045 -428 643 324 61 0 385 0.00 86 44 1070 12 7902.05 73330 545 0 545 1081 -743 367 185 62 0 247 0.00 88 45 1030 13 7901.37 72483 579 0 579 1148 -847 336 169 63 0 232 0.00 86 44 1010 14 7900.71 71666 580 0 580 1150 -817 355 179 56 0 235 0.00 89 44 1010 15 7900.03 70831 580 0 580 1150 -835 341 172 64 0 236 0.00 88 51 999 16 7899.37 70030 576 0 576 1142 -801 382 193 54 0 247 0.00 90 50 994 17 7898.71 69234 579 0 579 1148 -796 379 191 42 0 233 0.00 90 46 980 18 7897.95 68326 579 0 579 1148 -908 261 132 44 0 176 0.00 87 49 941 19 7897.19 67428 603 0 603 1196 -898 333 168 56 0 224 0.00 88 48 943 20 7896.36 66460 623 0 623 1236 -968 290 146 42 0 188 0.00 81 46 989 21 7895.58 65559 623 0 623 1236 -901 350 176 47 0 223 0.19 79 45 1100 22 7894.75 64610 623 0 623 1236 -949 303 153 111 0 264 0.04 79 50 1080 23 7893.95 63706 615 0 615 1220 -904 329 166 56 0 222 0.01 81 43 1080 24 7893.11 62770 607 0 607 1204 -936 282 142 78 0 220 0.00 87 56 1030 25 7892.26 61834 606 0 606 1202 -936 292 147 43 0 190 0.00 77 46 1010 26 7891.43 60931 604 0 604 1198 -903 304 153 82 0 235 0.00 77 44 1070 27 7890.62 60059 600 0 600 1190 -872 337 170 56 0 226 0.00 76 49 1110 28 7889.74 59123 599 0 599 1188 -936 273 138 46 0 184 0.03 78 44 1090 29 7888.86 58200 589 0 589 1168 -923 264 133 52 0 185 0.00 85 44 1060 30 7887.99 57298 580 0 580 1150 -902 269 136 55 0 191 0.00 89 45 1040 31 7887.08 56367 612 0 612 1214 -931 305 154 45 0 199 0.00 84 46 1019 TOTAL CFS 17422 25 17447 5527 2281 0 7808 33745 TOTAL AF -24316 34553 50 34602 34602 -24316 10961 10962 4522 0 15486 0.57 84 46 66931 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/13/02 WATER AND POWER CONTROL DIVISION TIME: 07:52:24 LOVELAND, COLORADO JULY 2002 EASTERN COLORADO PROJECTS WILLOW CREEK RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W CHANGE LAKE TOTAL TO TO MC- BUNTE SEEP- CANAL TOTAL OUTFLOW IN COMPUTED INFLOW ELEV STORAGE RIVER QUEARY HIGHLINE AGE1/ PRIMING PUMPED STORAGE DAY (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) 9099 1 8124.85 9099 11 2 11 0 0 0 13 26 0 31 16 2 8124.83 9094 11 1 11 1 0 0 13 26 -5 27 14 3 8124.82 9091 9 0 9 1 0 0 10 20 -3 21 11 4 8124.82 9091 8 0 8 1 0 0 9 18 0 22 11 5 8124.84 9097 8 0 8 1 0 0 9 18 6 25 13 6 8124.90 9113 8 0 8 1 0 0 9 18 16 35 18 7 8124.93 9120 8 0 8 1 0 0 9 18 7 25 13 8 8124.97 9131 11 0 11 1 0 0 12 24 11 39 20 9 8124.97 9131 13 0 13 1 0 0 14 28 0 32 16 10 8124.97 9131 13 0 13 1 0 0 14 28 0 32 16 11 8124.97 9131 14 0 14 1 0 0 15 30 0 35 18 12 8124.94 9123 14 0 14 1 0 0 15 30 -8 28 14 13 8124.87 9105 14 0 14 1 0 0 15 30 -18 19 10 14 8124.82 9091 12 0 12 1 0 0 13 26 -14 16 8 15 8124.80 9086 7 0 7 1 0 0 8 16 -5 16 8 16 8124.79 9083 5 0 5 1 0 0 6 12 -3 18 9 17 8124.78 9081 4 0 4 1 0 0 5 10 -2 13 7 18 8124.78 9081 4 0 4 1 0 0 5 10 0 14 7 19 8124.78 9081 4 0 4 1 0 0 5 10 0 18 9 20 8124.83 9094 4 0 4 1 0 0 5 10 13 28 14 21 8124.94 9123 4 0 4 1 0 0 5 10 29 42 21 22 8125.00 9139 8 0 8 1 0 0 9 18 16 38 19 23 8125.04 9150 11 0 11 1 0 0 12 24 11 38 19 24 8125.08 9161 11 0 11 1 0 0 12 24 11 38 19 25 8125.10 9166 11 2 11 0 0 0 13 26 5 35 18 26 8125.15 9179 11 3 11 0 0 0 14 28 13 41 21 27 8125.14 9177 11 4 11 0 0 0 15 30 -2 32 16 28 8125.13 9174 11 4 11 0 0 0 15 30 -3 32 16 29 8125.08 9161 11 4 11 1 0 0 16 32 -13 23 12 30 8125.04 9150 12 4 12 0 0 0 16 32 -11 26 13 31 8124.98 9134 12 4 12 0 0 0 16 32 -16 21 11 TOTAL CFS 295 28 295 24 0 0 347 437 TOTAL AF 35 590 56 590 48 0 0 694 694 35 860 860 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1/ INCLUDES PUMP CANAL WASTE 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/13/02 WATER AND POWER CONTROL DIVISION TIME: 07:52:24 LOVELAND, COLORADO JULY 2002 EASTERN COLORADO PROJECTS WINDY GAP PROJECT DAILY FLOWS COLO R. FRASER R. PUMPED FROM COLO R. PRECIP ABOVE AT CONFLU. WINDY GAP BELOW AT W.GAP FRASER RESERVOIR W.GAP RESER. RESERVOIR DAY (CFS) (CFS) (CFS) (AF) (CFS) (IN) 1 0 0 0 0 0 0.00 2 0 0 0 0 0 0.00 3 0 0 0 0 0 0.00 4 0 0 0 0 0 0.00 5 0 0 0 0 0 0.00 6 0 0 0 0 0 0.00 7 0 0 0 0 0 0.00 8 0 0 0 0 0 0.00 9 0 0 0 0 0 0.00 10 0 0 0 0 0 0.00 11 0 0 0 0 0 0.00 12 0 0 0 0 0 0.00 13 0 0 0 0 0 0.00 14 0 0 0 0 0 0.00 15 0 0 0 0 0 0.00 16 0 0 0 0 0 0.00 17 0 0 0 0 0 0.00 18 0 0 0 0 0 0.00 19 0 0 0 0 0 0.00 20 0 0 0 0 0 0.00 21 0 0 0 0 0 0.00 22 0 0 0 0 0 0.00 23 0 0 0 0 0 0.00 24 0 0 0 0 0 0.00 25 0 0 0 0 0 0.00 26 0 0 0 0 0 0.00 27 0 0 0 0 0 0.00 28 0 0 0 0 0 0.00 29 0 0 0 0 0 0.00 30 0 0 0 0 0 0.00 31 0 0 0 0 0 0.00 TOTAL CFS 0 0 0 0 TOTAL AF 0 0 0 0 0 0.00 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/13/02 WATER AND POWER CONTROL DIVISION TIME: 07:52:24 LOVELAND, COLORADO JULY 2002 EASTERN COLORADO PROJECTS GRAND LAKE - SHADOW MOUNTAIN RESERVOIRS - COMPUTATION OF DAILY INFLOWS O U T F L O W C O M P U T E D I N F L O W ELEVATION ADAMS CHANGE PUMPED TO G R A N D L A K E GRAND SHADOW TOTAL TUNNEL BY TOTAL OUTFLOW IN TOTAL FROM GL. - SM. P R E C TEMP DAY LAKE MTN STORAGE E.P.1 PASS STORAGE GRANBY 6SSW 1NW 6SSW (FEET) (FEET) (AF) (CFS) (CFS) (CFS) (AF) (AF) (AF) (AF) (AF) (CFS) (IN) (IN) MAX MIN 17740 1 8366.55 8366.64 17661 548 50 598 1186 -79 1147 900 247 125 0.00 0.00 89 41 2 8366.55 8366.75 17807 552 50 602 1194 146 1387 1206 181 91 0.00 0.00 87 42 3 8366.60 8366.65 17700 522 50 572 1135 -107 1060 803 257 130 0.00 0.00 80 45 4 8366.63 8366.74 17835 251 50 301 597 135 766 536 230 116 0.00 0.02 75 41 5 8366.64 8366.74 17840 337 50 387 768 5 786 490 296 149 0.05 0.00 76 40 6 8366.62 8366.64 17697 248 50 298 591 -143 458 232 226 114 0.02 0.00 77 44 7 8366.48 8366.50 17439 247 50 297 589 -258 331 206 125 63 0.23 0.20 82 43 8 8366.37 8366.45 17317 248 50 298 591 -122 498 426 72 36 0.00 0.06 85 47 9 8366.51 8366.65 17654 250 50 300 595 337 960 803 157 79 0.02 0.05 83 44 10 8366.60 8366.65 17700 253 50 303 601 46 681 446 235 118 0.00 0.00 83 46 11 8366.58 8366.59 17610 253 50 303 601 -90 550 391 159 80 0.00 0.00 82 42 12 8366.56 8366.57 17573 247 50 297 589 -37 595 383 212 107 0.00 0.00 84 40 13 8366.50 8366.52 17477 23 50 73 145 -96 101 0 101 51 0.00 0.00 85 38 14 8366.46 8366.55 17495 22 50 72 143 18 194 167 27 14 0.00 0.00 84 39 15 8366.54 8366.61 17616 272 50 322 639 121 799 674 125 63 0.00 0.00 85 39 16 8366.55 8366.60 17608 253 50 303 601 -8 656 512 144 73 0.00 0.00 85 43 17 8366.56 8366.61 17626 253 50 303 601 18 660 536 124 63 0.00 0.00 86 43 18 8366.55 8366.60 17608 314 50 364 722 -18 737 625 112 56 0.00 0.00 86 43 19 8366.49 8366.50 17444 311 50 361 716 -164 607 450 157 79 0.00 0.00 86 45 20 8366.50 8366.59 17570 17 50 67 133 126 294 133 161 81 0.00 0.10 85 47 21 8366.60 8366.50 17501 18 50 68 135 -69 90 61 29 15 0.57 0.55 73 48 22 8366.62 8366.64 17697 124 50 174 345 196 574 375 199 100 0.00 0.00 76 48 23 8366.58 8366.59 17610 254 50 304 603 -87 539 349 190 96 0.00 0.02 75 46 24 8366.50 8366.64 17636 254 50 304 603 26 653 518 135 68 0.24 0.07 84 41 25 8366.58 8366.67 17716 249 50 299 593 80 707 512 195 98 0.07 0.10 83 50 26 8366.55 8366.61 17621 242 50 292 579 -95 484 264 220 111 0.13 0.24 76 45 27 8366.50 8366.58 17556 21 50 71 141 -65 109 0 109 55 0.00 0.00 77 37 28 8366.51 8366.58 17561 21 50 71 141 5 187 119 68 34 0.00 0.00 78 45 29 8366.51 8366.60 17588 198 50 248 492 27 552 446 106 53 0.00 0.00 83 35 30 8366.50 8366.60 17583 251 50 301 597 -5 631 458 173 87 0.00 0.00 86 39 31 8366.54 8366.62 17629 254 50 304 603 46 689 536 153 77 0.00 0.00 86 41 TOTAL CFS 7307 1550 8857 2482 82 43 TOTAL AF -111 14493.2 3069 17569 17569 -111 18482 13557 4925 4923 1.33 1.41 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1 WATER DIVERTED FROM WEST SLOPE THRU ADAMS TUNNEL 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/13/02 WATER AND POWER CONTROL DIVISION TIME: 07:52:24 LOVELAND, COLORADO JULY 2002 EASTERN COLORADO PROJECTS GRANBY RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W C O M P U T E D I N F L O W CHANGE NATURAL LAKE TOTAL PUMPED SPILL SEEP TOTAL OUTFLOW IN TOTAL INFLOW FROM FROM FROM TO INFLOW YMCA ELEV STORAGE TO SM VALVES WAY AGE STORAGE SM W.CR W.GAP GRANBY GR-GL-SM GAGE DAY (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) 216720 1 8225.60 215846 454 80 0 1.0 535 1061 -874 287 145 50 0 0 95 220 54 2 8225.34 214653 608 80 0 1.0 689 1367 -1193 291 147 50 0 0 97 188 54 3 8225.17 213875 405 80 0 1.0 486 964 -778 266 134 50 0 0 84 214 55 4 8225.05 213327 270 80 0 1.0 351 696 -548 234 118 50 0 0 68 184 55 5 8224.94 212824 247 80 0 1.0 328 651 -503 181 91 50 0 0 41 190 53 6 8224.90 212642 117 80 0 1.0 198 393 -182 236 119 50 0 0 69 183 54 7 8224.88 212551 104 80 0 1.0 185 367 -91 276 139 50 0 0 89 152 54 8 8224.83 212323 215 80 0 1.0 296 587 -228 431 217 50 0 0 167 203 54 9 8224.65 211504 405 80 0 1.0 486 964 -819 214 108 50 0 0 58 137 53 10 8224.55 211049 225 80 0 1.0 306 607 -455 237 119 50 0 0 69 187 53 11 8224.47 210686 197 80 0 1.0 278 551 -363 284 143 50 0 0 93 173 54 12 8224.37 210232 193 80 0 1.0 274 543 -454 196 99 50 0 0 49 156 53 13 8224.36 210187 0 80 0 1.0 81 161 -45 245 124 50 0 0 74 125 54 14 8224.34 210096 84 80 0 1.0 165 327 -91 318 160 50 0 0 110 124 56 15 8224.17 209327 340 79 0 1.0 420 833 -769 160 81 50 0 0 31 94 54 16 8224.04 208739 258 78 0 1.0 337 668 -588 236 119 50 0 0 69 142 54 17 8223.91 208152 270 78 0 1.0 349 692 -587 206 104 50 0 0 54 117 55 18 8223.76 207476 315 78 0 1.0 394 781 -676 187 94 50 0 0 44 100 57 19 8223.65 206981 227 76 0 1.0 304 603 -495 244 123 50 0 0 73 152 56 20 8223.63 206892 67 75 0 1.0 143 284 -89 282 142 50 0 0 92 173 56 21 8223.64 206937 31 75 0 1.0 107 212 45 315 159 50 0 0 109 124 55 22 8223.57 206622 189 74 0 1.0 264 524 -315 291 147 50 0 0 97 197 54 23 8223.49 206263 176 74 0 1.0 251 498 -359 196 99 50 0 0 49 145 52 24 8223.37 205724 261 82 0 1.0 344 682 -539 201 101 50 0 0 51 119 47 25 8223.27 205276 258 87 0 1.0 346 686 -448 320 161 50 0 0 111 209 55 26 8223.20 204963 133 88 0 1.0 222 440 -313 127 64 50 0 0 14 125 57 27 8223.19 204918 0 86 0 1.0 87 173 -45 209 105 50 0 0 55 110 54 28 8223.15 204739 60 86 0 1.0 147 292 -179 213 107 50 0 0 57 91 53 29 8223.02 204158 225 86 0 1.0 312 619 -581 119 60 50 0 0 10 63 53 30 8222.91 203667 231 76 0 1.0 308 611 -491 215 108 50 0 0 58 145 53 31 8222.78 203088 270 65 0 1.0 336 666 -579 184 93 50 0 0 43 120 53 TOTAL CFS 6835 2463 0 31.0 9329 3730 1550 0 0 2180 4662 1674 TOTAL AF -13632 13557 4895 0 61.5 18503 18503 -13632 7401 7401 3069 0 0 4321 9246 3317 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/13/02 WATER AND POWER CONTROL DIVISION TIME: 07:52:24 LOVELAND, COLORADO JULY 2002 EASTERN COLORADO PROJECTS MARYS AND ESTES WATER REGULATION BIG THOMPSON RIVER S T O R A G E LAKE E S T E S ELVATION TOTAL ESTES B Y P A S S CHANGE WIND O L Y M P U S COM- P A R K IN ADAMS RIVER PUTED MARYS ESTES MARYS LAKE MARYS LAKE STOR- TUNNEL DIVER- T U N N E L NATIVE BELOW SKIM POWER POWER PREC TEMP LAKE ESTES LAKE ESTES AGE 1 SION INFLOW PLANT PLANT DAY (FT) (FT) (AF) (AF) (AF) (AF) (CFS) (CFS) (AF) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (IN) (MAX) (MIN) +8000. +7400. 688 2651 1 36.84 71.83 801 2516 -22 1086.9 548.0 0.00 1086.9 548.0 114.0 125.0 -1 0 0 0.00 88 48 2 35.65 72.12 754 2564 1 1094.9 552.0 0.00 1096.9 553.0 116.0 115.0 0 0 0 0.00 85 51 3 36.96 71.61 806 2480 -32 1035.4 522.0 0.00 1041.3 525.0 110.0 123.0 0 0 0 0.00 77 50 4 34.38 72.07 704 2556 -26 497.9 251.0 0.00 501.8 253.0 102.0 113.0 0 0 0 0.00 75 49 5 33.65 72.46 677 2621 38 668.4 337.0 0.00 636.7 321.0 109.0 106.0 0 0 0 0.00 76 49 6 34.38 73.10 704 2730 136 491.9 248.0 0.00 499.8 252.0 178.0 106.0 0 0 0 0.00 73 56 7 35.64 72.02 754 2547 -133 489.9 247.0 0.00 497.9 251.0 57.0 120.0 0 0 0 0.00 81 48 8 35.10 72.05 732 2552 -17 491.9 248.0 0.00 495.9 250.0 110.0 117.0 0 0 0 0.00 80 50 9 33.62 72.41 675 2613 4 495.9 250.0 0.00 499.8 252.0 112.0 108.0 0 0 0 0.00 81 55 10 34.01 72.37 690 2606 8 501.8 253.0 0.00 495.9 250.0 109.0 108.0 0 0 0 0.04 69 50 11 36.88 71.69 803 2493 0 501.8 253.0 0.00 495.9 250.0 106.0 109.0 0 0 0 0.00 77 49 12 35.14 72.16 734 2571 9 489.9 247.0 0.00 458.2 231.0 97.0 109.0 0 0 0 0.00 84 46 13 32.47 72.49 632 2626 -47 45.6 23.0 0.00 41.7 21.0 82.0 108.0 0 46 0 0.00 81 49 14 32.68 72.27 640 2589 -29 43.6 22.0 0.00 39.7 20.0 74.0 91.0 0 43 0 0.00 82 46 15 34.11 72.25 694 2586 51 539.5 272.0 0.00 501.8 253.0 83.0 77.0 0 29 0 0.00 83 46 16 36.10 71.79 772 2509 1 501.8 253.0 0.00 487.9 246.0 68.0 75.0 0 0 0 0.00 83 47 17 38.72 71.09 878 2395 -8 501.8 253.0 1.00 487.9 246.0 68.0 80.0 0 0 0 0.00 82 48 18 38.87 71.38 884 2442 53 622.8 314.0 1.00 573.2 289.0 70.0 70.0 0 0 0 0.00 82 49 19 35.39 72.50 744 2628 46 616.9 311.0 0.00 583.1 294.0 73.0 67.0 0 4 0 0.00 81 50 20 33.15 72.77 658 2673 -41 33.7 17.0 0.00 45.6 23.0 61.0 76.0 0 34 0 0.04 79 53 21 33.18 72.98 659 2709 37 35.7 18.0 0.00 39.7 20.0 86.0 66.0 0 36 0 0.28 76 58 22 37.24 71.57 817 2473 -78 246.0 124.0 0.00 329.3 166.0 82.0 79.0 0 38 0 0.00 67 50 23 34.01 72.26 690 2587 -13 503.8 254.0 0.00 539.5 272.0 93.0 82.0 0 0 0 0.40 77 50 24 32.81 72.66 645 2655 23 503.8 254.0 0.00 495.9 250.0 96.0 89.0 0 0 0 0.04 87 48 25 34.56 72.12 711 2564 -25 493.9 249.0 0.00 497.9 251.0 85.0 96.0 0 0 0 0.00 77 52 26 33.11 72.47 656 2623 4 480.0 242.0 0.00 476.0 240.0 94.0 94.0 0 0 0 0.00 78 50 27 33.37 72.12 666 2564 -49 41.7 21.0 0.00 43.6 22.0 68.0 92.0 0 44 0 0.00 76 58 28 33.50 71.92 671 2531 -28 41.7 21.0 0.00 37.7 19.0 59.0 75.0 0 41 0 0.04 76 53 29 33.99 71.86 690 2521 9 392.7 198.0 0.00 392.7 198.0 66.0 62.0 0 12 0 0.00 81 43 30 29.70 72.76 533 2672 -6 497.9 251.0 0.00 501.8 253.0 64.0 65.0 0 0 0 0.00 84 50 31 31.30 72.43 590 2616 1 503.8 254.0 0.00 486.0 245.0 54.0 63.0 0 0 0 0.00 86 50 TOTAL CFS 7307.0 7264.0 2746.0 2866.0 -1 TOTAL AF -98 -35 -133 3.97 5447. 5685. -1 327 0 0.84 79 50 14493.2 14407.9 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY; 1.900825 AND .526087 FOR 23 HR/DAY 1 EAST PORTAL ADAMS TUNNEL MINUS WIND RIVER 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/13/02 WATER AND POWER CONTROL DIVISION TIME: 07:52:24 LOVELAND, COLORADO JULY 2002 EASTERN COLORADO PROJECTS MARYS LAKE & LAKE ESTES INFLOW/OUTFLOW REGULATION G A U G E D F L O W ESTES & LAKE BIG BIG MARYS ESTES THOMP- THOMP- TOTAL COM- SON SON CHANGE PUTED ADAMS WIND FISH RIVER T O T A L OLYMPUS RIVER T O T A L IN NATIVE TUNNEL RIVER CREEK ABOVE I N F L O W TUNNEL BELOW O U T F L O W STORAGE INFLOW 1 2 DAY (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (CFS) (CFS) (CFS) (AF) (AF) (CFS) 1 548.0 0.0 0.0 101.0 662.0 1313 548.0 125.0 673.0 1335 -22 114.0 2 552.0 0.0 0.0 97.0 668.0 1325 553.0 115.0 668.0 1325 1 116.0 3 522.0 0.0 0.0 93.0 632.0 1254 525.0 123.0 648.0 1285 -32 110.0 4 251.0 0.0 0.0 93.0 353.0 700 253.0 113.0 366.0 726 -26 102.0 5 337.0 0.0 0.0 93.0 446.0 885 321.0 106.0 427.0 847 38 109.0 6 248.0 0.0 0.0 93.0 426.0 845 252.0 106.0 358.0 710 136 178.0 7 247.0 0.0 0.0 93.0 304.0 603 251.0 120.0 371.0 736 -133 57.0 8 248.0 0.0 0.0 101.0 358.0 710 250.0 117.0 367.0 728 -17 110.0 9 250.0 0.0 0.0 100.0 362.0 718 252.0 108.0 360.0 714 4 112.0 10 253.0 0.0 0.0 98.0 362.0 718 250.0 108.0 358.0 710 8 109.0 11 253.0 0.0 0.0 99.0 359.0 712 250.0 109.0 359.0 712 0 106.0 12 247.0 0.0 0.0 88.0 344.0 682 231.0 109.0 340.0 674 9 97.0 13 23.0 0.0 0.0 99.0 105.0 208 21.0 108.0 129.0 256 -47 82.0 14 22.0 0.0 0.0 73.0 96.0 190 20.0 91.0 111.0 220 -29 74.0 15 272.0 0.0 0.0 68.0 355.0 704 253.0 77.0 330.0 655 51 83.0 16 253.0 0.0 0.0 65.0 321.0 637 246.0 75.0 321.0 637 1 68.0 17 253.0 1.0 0.0 63.0 321.0 637 246.0 80.0 326.0 647 -8 68.0 18 314.0 1.0 0.0 59.0 384.0 762 289.0 70.0 359.0 712 53 70.0 19 311.0 0.0 0.0 57.0 384.0 762 294.0 67.0 361.0 716 46 73.0 20 17.0 0.0 0.0 57.0 78.0 155 23.0 76.0 99.0 196 -41 61.0 21 18.0 0.0 0.0 80.0 104.0 206 20.0 66.0 86.0 171 37 86.0 22 124.0 0.0 0.0 73.0 206.0 409 166.0 79.0 245.0 486 -78 82.0 23 254.0 0.0 0.0 73.0 347.0 688 272.0 82.0 354.0 702 -13 93.0 24 254.0 0.0 0.0 74.0 350.0 694 250.0 89.0 339.0 672 23 96.0 25 249.0 0.0 0.0 69.0 334.0 662 251.0 96.0 347.0 688 -25 85.0 26 242.0 0.0 0.0 76.0 336.0 666 240.0 94.0 334.0 662 4 94.0 27 21.0 0.0 0.0 64.0 89.0 177 22.0 92.0 114.0 226 -49 68.0 28 21.0 0.0 0.0 57.0 80.0 159 19.0 75.0 94.0 186 -28 59.0 29 198.0 0.0 0.0 50.0 264.0 524 198.0 62.0 260.0 516 9 66.0 30 251.0 0.0 0.0 45.0 315.0 625 253.0 65.0 318.0 631 -6 64.0 31 254.0 0.0 0.0 42.0 308.0 611 245.0 63.0 308.0 611 1 54.0 TOTAL CFS 7307.0 0.0 2393.0 10053.0 7264.0 2866.0 10130.0 2746.0 AF 14493.2 4.0 0.0 4746.4 19939.8 19941 14407.9 5684.6 20092.6 20092 -133 5446.6 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY; 1.900825 AND .526087 FOR 23 HR/DAY 1 EAST PORTAL ADAMS TUNNEL MINUS WIND RIVER 2 LAKE ESTES COMPUTED NATIVE INFLOW PLUS ADAMS TUNNEL 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/13/02 WATER AND POWER CONTROL DIVISION TIME: 07:52:24 LOVELAND, COLORADO JULY 2002 EASTERN COLORADO PROJECTS FOOTHILLS WATER REGULATION PINEWOOD F L A T I R O N CARTER LAKE HORSETOOTH BY- AVG PASS ELEV STORAGE ELEV STORAGE FLATIRON PUMP FLATIRON # 3 GEN. ELEV ELEV STORAGE ELEV STORAGE POLE (FT) (AF) (FT) (FT) HILL +6500. +5400. (AF) MWH KWH/AF (AF) AVG. MWH KWH/AF (AF) AVG. +5400. (FT) (AF) (FT) (AF) (AF) DAY CFS CFS 1570 619 102977 35627 1 73.3 1585 67.9 542 201.0 354.7 566.7 285.7 0.0 220.4 0.0 0.0 67.0 5750.94 103143 5347.80 34735 0 2 73.0 1562 67.6 530 202.0 354.7 569.5 287.1 0.0 220.4 0.0 0.0 66.7 5750.98 103188 5346.64 33680 0 3 74.1 1650 67.8 538 137.0 354.1 386.9 195.1 0.0 220.3 0.0 0.0 67.0 5750.57 102732 5345.40 32577 0 4 71.8 1470 70.5 654 0.0 353.6 0.0 0.0 0.0 220.2 0.0 0.0 68.1 5750.21 102333 5344.57 31854 0 5 75.8 1794 67.2 514 0.0 352.7 0.0 0.0 0.0 220.0 0.0 0.0 67.1 5749.63 101691 5343.86 31245 0 6 75.6 1776 68.9 584 0.0 352.0 0.0 0.0 0.0 219.8 0.0 0.0 68.5 5749.17 101183 5343.32 30787 0 7 71.8 1470 66.6 490 0.0 351.5 0.0 0.0 0.0 219.7 0.0 0.0 66.1 5748.77 100742 5342.88 30418 0 8 74.6 1691 70.1 636 0.0 350.6 0.0 0.0 0.0 219.5 0.0 0.0 68.1 5748.19 100104 5342.40 30018 0 9 75.1 1734 68.3 559 0.0 349.8 0.0 0.0 0.0 219.3 0.0 0.0 67.8 5747.61 99467 5341.99 29680 0 10 75.2 1742 69.4 606 0.0 349.2 0.0 0.0 0.0 219.1 0.0 0.0 66.9 5747.25 99072 5341.48 29263 0 11 77.2 1918 66.7 494 0.0 348.4 0.0 0.0 0.0 218.9 0.0 0.0 66.5 5746.67 98437 5340.92 28810 0 12 76.4 1846 70.8 667 0.0 347.3 0.0 0.0 0.0 218.6 0.0 0.0 68.7 5745.90 97597 5340.28 28299 0 13 73.1 1570 71.4 694 0.0 346.5 0.0 0.0 0.0 218.4 0.0 0.0 71.2 5745.32 96965 5339.58 27747 42 14 69.5 1309 71.3 690 0.0 345.8 0.0 0.0 0.0 218.2 0.0 0.0 70.1 5744.88 96487 5338.43 26854 41 15 72.0 1485 69.5 610 0.0 344.9 0.0 0.0 0.0 217.9 0.0 0.0 69.7 5744.21 95760 5336.80 25615 28 16 72.9 1554 69.5 610 0.0 344.2 0.0 0.0 0.0 217.7 0.0 0.0 68.6 5743.71 95219 5335.14 24387 0 17 74.8 1708 66.7 494 0.0 343.0 0.0 0.0 0.0 217.3 0.0 0.0 65.9 5742.93 94377 5334.13 23656 0 18 75.1 1734 68.7 576 0.0 342.0 0.0 0.0 0.0 217.0 0.0 0.0 67.6 5742.17 93559 5333.48 23192 0 19 76.2 1829 70.1 636 0.0 342.0 0.0 0.0 0.0 217.0 0.0 0.0 68.4 5742.17 93559 5332.96 22825 2 20 74.2 1658 65.7 455 0.0 339.4 0.0 0.0 0.0 216.1 0.0 0.0 65.9 5740.35 91609 5332.36 22405 45 21 67.7 1193 69.0 588 0.0 338.7 0.0 0.0 0.0 215.9 0.0 0.0 67.2 5739.80 91027 5331.16 21578 41 22 65.4 1057 69.3 601 0.0 337.5 0.0 0.0 0.0 215.5 0.0 0.0 68.0 5738.96 90133 5329.48 20449 21 23 67.7 1193 70.3 645 0.0 336.2 0.0 0.0 0.0 215.0 0.0 0.0 69.2 5738.06 89179 5327.70 19289 0 24 70.9 1405 69.5 610 0.0 335.4 0.0 0.0 0.0 214.7 0.0 0.0 68.9 5737.45 88535 5326.74 18679 0 25 73.4 1593 69.0 588 0.0 334.4 0.0 0.0 0.0 214.3 0.0 0.0 69.6 5736.75 87797 5326.40 18465 0 26 75.3 1751 69.6 614 0.0 333.3 0.0 0.0 0.0 213.8 0.0 0.0 69.0 5735.88 86883 5325.89 18147 0 27 74.6 1691 66.5 486 0.0 332.4 0.0 0.0 0.0 213.5 0.0 0.0 67.1 5735.22 86191 5325.12 17673 48 28 70.8 1398 68.9 584 0.0 331.7 0.0 0.0 0.0 213.2 0.0 0.0 66.6 5734.71 85658 5323.44 16663 38 29 72.7 1538 67.0 506 0.0 330.8 0.0 0.0 0.0 212.8 0.0 0.0 67.4 5734.05 84970 5321.32 15435 12 30 73.9 1634 68.4 563 0.0 329.9 0.0 0.0 0.0 212.5 0.0 0.0 68.1 5733.42 84315 5318.71 13997 0 31 74.7 1700 68.2 555 0.0 329.0 0.0 0.0 0.0 212.0 0.0 0.0 66.9 5732.70 83569 5317.19 13196 0 TOTAL CFS 767.9 TOTAL AF 130 -64 540.0 1523.1 1523.1 0.0 0.0 0.0 -19408 -22431 318 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/13/02 WATER AND POWER CONTROL DIVISION TIME: 07:52:24 LOVELAND, COLORADO JULY 2002 EASTERN COLORADO PROJECTS LOVELAND WASTE- WINDY SURPLUS DECREE SKIM TOTAL WAY INFLOW WIND WINDY GAP WATER WATER WATER DILLE TO B. T. TO GAP OPEN THRU THRU THRU B. T. POWER HORSE- DAY RIVER METERS FLOW DILLE DILLE DILLE TUNNEL RIVER PLANT TOOTH 1 0.00 0.00 4.00 0.00 5.00 68.00 73.00 0.00 252.00 61.00 2 0.00 0.00 4.00 0.00 5.00 58.00 63.00 0.00 240.00 61.00 3 0.00 0.00 4.00 0.00 5.00 55.00 60.00 0.00 246.00 61.85 4 0.00 0.00 4.00 0.00 5.00 55.00 60.00 0.00 250.00 63.70 5 0.00 0.00 4.00 0.00 5.00 55.00 60.00 0.00 179.00 56.00 6 0.00 0.00 4.00 0.00 5.00 51.00 56.00 0.00 145.00 99.00 7 0.00 0.00 4.00 0.00 5.00 57.00 62.00 0.00 150.00 134.00 8 0.00 0.00 4.00 0.00 5.00 60.00 65.00 0.00 150.00 140.00 9 0.00 0.00 9.20 0.00 5.00 56.00 61.00 0.00 147.00 137.15 10 0.00 0.00 13.00 0.00 5.00 55.00 60.00 0.00 147.00 96.75 11 0.00 0.00 10.40 0.00 5.00 55.00 60.00 0.00 148.00 82.05 12 0.00 0.00 8.50 0.00 5.00 59.00 64.00 0.00 149.00 68.50 13 0.00 0.00 8.50 0.00 5.00 60.00 65.00 0.00 154.00 32.50 14 0.00 0.00 8.50 0.00 5.00 42.50 47.50 0.00 147.00 28.50 15 0.00 0.00 8.50 0.00 2.00 12.00 14.00 0.00 120.00 37.55 16 0.00 0.00 12.00 0.00 3.20 14.80 18.00 0.00 123.00 58.05 17 0.00 0.00 14.50 0.00 5.00 20.00 25.00 0.00 133.00 70.00 18 0.00 0.00 14.50 0.00 5.00 13.00 18.00 0.00 129.00 64.00 19 0.00 0.00 14.50 0.00 5.00 10.00 15.00 0.00 127.00 62.00 20 0.00 0.00 14.50 0.00 5.00 10.00 15.00 0.00 126.00 53.00 21 0.00 0.00 14.50 0.00 5.00 10.00 15.00 0.00 127.00 55.00 22 0.00 0.00 14.50 0.00 5.00 10.00 15.00 0.00 127.00 65.00 23 0.00 0.00 14.50 0.00 5.00 2.70 7.70 43.00 37.00 51.80 24 0.00 0.00 14.50 0.00 5.00 0.00 5.00 63.00 0.00 48.65 25 0.00 0.00 14.50 0.00 5.00 0.00 5.00 69.00 0.00 52.50 26 0.00 0.00 14.50 0.00 5.00 0.00 5.00 70.00 0.00 43.05 27 0.00 0.00 15.30 0.00 5.00 0.00 5.00 70.00 0.00 37.00 28 0.00 0.00 15.00 0.00 5.00 0.00 5.00 70.00 0.00 43.10 29 0.00 0.00 15.00 0.00 5.00 0.00 5.00 83.00 0.00 29.85 30 0.00 0.00 15.00 0.00 5.00 0.00 5.00 85.00 0.00 49.00 31 0.00 0.00 15.00 0.00 5.00 0.00 5.00 92.00 0.00 86.00 TOTAL CFS 0.00 0.00 330.90 0.00 150.20 889.00 1039.20 645.00 3553.00 2027.55 TOTAL AF 0.00 0.00 656.33 0.00 297.92 1763.30 2061.22 1279.34 7047.27 4021.58 ADJUSTMENT AF 494.50 TOTAL FLOW OR DELIVERY AF 3527.08 METERED DELIVERY AF 1861.40 NOTE: AVERAGE DAILY CFS UNLESS NOTED OTHERWISE * TOTAL FLOW INCLUDES NON-CHARGE WATER 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 08/13/02 WATER AND POWER CONTROL DIVISION TIME: 07:52:24 LOVELAND, COLORADO JULY 2002 EASTERN COLORADO PROJECTS WATER ORDERS - NORTHERN COLORADO WATER CONSERVANCY DISTRICT & MUNICIPAL SUBDISTRICT ST. HANSEN CUMULATIVE VRAIN BIG FEEDER HANSEN DIXON DAILY SEASON ABOVE SUPPLY THOMPSON CANAL SUPPLY FEEDER TOTAL TOTAL DAY FLATIRON CANAL RIVER TURNOUTS CANAL CANAL ORDERS (AF) 88823.40 1 0.00 133.00 180.30 10.00 369.50 0.00 692.80 90209.00 2 0.00 168.65 181.40 10.00 436.60 0.00 796.65 91802.30 3 0.00 185.70 191.25 13.15 470.35 0.00 860.45 93523.20 4 0.00 182.00 195.00 21.30 309.75 3.00 711.05 94945.30 5 0.00 182.00 124.20 25.00 216.00 10.00 557.20 96059.70 6 0.00 182.00 93.60 25.00 216.00 10.00 526.60 97112.90 7 0.00 208.15 93.00 25.00 197.25 10.00 533.40 98179.70 8 0.00 220.00 90.20 25.00 186.00 10.00 531.20 99242.10 9 0.00 239.75 90.40 27.85 180.65 3.75 542.40 100326.90 10 0.00 217.25 91.70 30.25 187.50 1.25 527.95 101382.80 11 0.00 206.95 93.45 29.95 191.05 2.00 523.40 102429.60 12 0.00 222.20 90.45 29.50 190.55 2.00 534.70 103499.00 13 0.00 225.50 93.60 29.50 187.00 0.75 536.35 104571.70 14 0.00 225.50 104.00 29.50 315.15 0.00 674.15 105920.00 15 0.00 225.50 106.80 32.45 533.25 0.95 898.95 107717.90 16 0.00 222.00 108.95 32.95 564.50 1.50 929.90 109577.70 17 0.00 286.15 112.85 32.00 331.80 1.50 764.30 111106.30 18 0.00 319.50 116.15 32.00 159.10 1.50 628.25 112362.80 19 0.00 319.50 117.05 32.00 96.80 0.55 565.90 113494.60 20 0.00 319.50 115.25 32.00 140.50 0.00 607.25 114709.10 21 0.00 319.50 115.90 32.00 324.30 0.00 791.70 116292.50 22 0.00 342.85 116.90 32.00 550.50 0.00 1042.25 118377.00 23 0.00 344.50 77.00 29.20 550.50 0.00 1001.20 120379.40 24 0.00 292.80 62.65 24.35 274.65 0.00 654.45 121688.30 25 0.00 269.50 68.80 22.50 34.30 0.00 395.10 122478.50 26 0.00 269.50 70.30 20.95 77.45 0.00 438.20 123354.90 27 0.00 256.20 70.00 20.00 171.50 0.00 517.70 124390.30 28 0.00 242.80 70.00 16.90 381.90 0.00 711.60 125813.50 29 0.00 239.50 82.75 18.15 564.00 0.00 904.40 127622.30 30 0.00 219.50 85.15 20.00 564.00 0.00 888.65 129399.60 31 0.00 236.20 91.80 20.00 310.00 0.00 658.00 130715.60 TOTAL CFS 0.00 7523.65 3300.85 780.45 9282.40 58.75 20946.10 TOTAL AF 0.00 15047.30 6601.70 1560.90 18564.80 117.50 41892.20 130715.60 METERED DELIVERY AF 99.80 3581.80 494.50 93.30 5606.90 9876.30 140591.90 TOTAL FLOW OR DELIVERY AF * 99.80 18629.10 6601.70 2055.40 18658.10 5724.40 51768.50 140591.90 NON-CHARGE DELIVERY AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 METERED DELIVERY AF 1 CBT PROJECT JULY 2002 PREC. AND EVAP. SUMMARY SHADOW MTN. ESTES POLE CARTER DILLON GREEN MOUNTAIN WILLOW CR. GL6SSW GL1NW GRANBY GRAND LAKE PARK HILL FLATIRON LAKE HORSETOOTH PREC. PREC. EVAP. EVAP. PREC. PREC. EVAP. EVAP. PREC. PREC. PREC. EVAP. PREC. EVAP. (IN) (IN) (AF) (AF) (IN) (IN) (AF) (AF) (IN) (IN) (IN) (AF) (IN) (AF) 1 0.00 0.00 29. 6. 0.00 0.00 101. 40. 0.00 0.00 0.00 26. 0.00 21. 2 0.00 0.00 34. 7. 0.00 0.00 117. 47. 0.00 0.00 0.00 26. 0.00 21. 3 0.10 0.00 23. 5. 0.00 0.00 81. 33. 0.00 0.00 0.00 30. 0.00 24. 4 0.11 0.30 0. 5. 0.00 0.02 86. 35. 0.00 0.00 0.00 23. 0.00 18. 5 0.04 0.00 15. 2. 0.05 0.00 34. 14. 0.00 0.00 0.00 20. 0.00 15. 6 0.00 0.00 10. 1. 0.02 0.00 26. 10. 0.00 0.00 0.00 19. 0.00 15. 7 0.00 0.00 24. 0. 0.23 0.20 0. 0. 0.00 0.00 0.00 19. 0.00 15. 8 0.06 0.00 20. 4. 0.00 0.06 72. 29. 0.00 0.00 0.00 20. 0.00 15. 9 0.02 0.00 22. 4. 0.02 0.05 70. 28. 0.00 0.00 0.00 19. 0.00 14. 10 0.00 0.00 24. 5. 0.00 0.00 86. 35. 0.04 0.00 0.00 23. 0.00 17. 11 0.00 0.00 27. 6. 0.00 0.00 97. 39. 0.00 0.00 0.00 19. 0.00 14. 12 0.00 0.00 30. 6. 0.00 0.00 108. 44. 0.00 0.00 0.00 19. 0.00 14. 13 0.00 0.00 36. 8. 0.00 0.00 130. 53. 0.00 0.00 0.00 19. 0.00 14. 14 0.09 0.00 22. 5. 0.00 0.00 83. 34. 0.00 0.00 0.00 19. 0.00 14. 15 0.00 0.00 26. 6. 0.00 0.00 96. 39. 0.00 0.00 0.00 26. 0.00 18. 16 0.00 0.00 42. 9. 0.00 0.00 157. 64. 0.00 0.00 0.00 25. 0.00 17. 17 0.00 0.00 27. 6. 0.00 0.00 102. 41. 0.00 0.00 0.00 24. 0.00 24. 18 0.00 0.00 22. 5. 0.00 0.00 82. 34. 0.00 0.00 0.00 25. 0.00 25. 19 0.00 0.00 36. 8. 0.00 0.00 137. 56. 0.00 0.00 0.00 24. 0.00 23. 20 0.19 0.00 23. 5. 0.00 0.10 88. 36. 0.04 0.00 0.00 22. 0.00 21. 21 0.00 0.19 15. 3. 0.57 0.55 59. 24. 0.28 0.00 0.00 19. 0.05 14. 22 0.35 0.04 17. 5. 0.00 0.00 82. 34. 0.00 0.07 0.00 17. 0.00 17. 23 0.10 0.01 13. 3. 0.00 0.02 57. 24. 0.40 0.00 0.00 13. 0.00 12. 24 0.00 0.00 15. 3. 0.24 0.07 59. 24. 0.04 0.00 0.00 23. 0.00 22. 25 0.25 0.00 27. 5. 0.07 0.10 83. 34. 0.00 0.00 0.00 11. 0.02 9. 26 0.00 0.00 9. 0. 0.13 0.24 0. 0. 0.00 0.00 0.00 18. 0.00 17. 27 0.00 0.00 20. 5. 0.00 0.00 82. 34. 0.00 0.00 0.00 21. 0.00 19. 28 0.00 0.03 21. 6. 0.00 0.00 101. 41. 0.04 0.00 0.00 18. 0.00 17. 29 0.00 0.00 19. 5. 0.00 0.00 82. 34. 0.00 0.00 0.00 19. 0.00 17. 30 0.00 0.00 22. 6. 0.00 0.00 95. 39. 0.00 0.00 0.00 24. 0.00 22. 31 0.00 0.00 22. 6. 0.00 0.00 98. 40. 0.00 0.00 0.00 25. 0.00 26. TOTALS 1.31 0.57 690. 149. 1.33 1.41 2546. 1038. 0.84 0.07 0.00 657. 0.07 550. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR JULY 2002 NATIONAL WEATHER SERVICE - SALT LAKE CITY U.S. BUREAU OF RECLAMATION LOVELAND, COLORADO DAY L A K E G R A N B Y WILLOW CREEK RES. G R E E N M O U N T A I N R E S. INFLOW OUTFLOW GL6SSW GL6SSW GL6SSW INFLOW OUTFLOW INFLOW OUTFLOW MAX MIN MAX MIN PREC TEMP TEMP PREC (CFS) (CFS) TEMP TEMP (CFS) (CFS) 1 220 81 89 41 0.00 16 0 213 428 88 44 0.00 2 188 81 87 42 0.00 14 1 200 433 87 48 0.00 3 214 81 80 45 0.00 11 1 208 489 77 43 0.00 4 184 81 75 41 0.00 11 1 255 528 80 43 0.30 5 190 81 76 40 0.05 13 1 224 527 78 44 0.00 6 183 81 77 44 0.02 18 1 216 514 79 43 0.00 7 152 81 82 43 0.23 13 1 226 516 87 45 0.00 8 203 81 85 47 0.00 20 1 190 531 89 51 0.00 9 137 81 83 44 0.02 16 1 221 528 89 50 0.00 10 187 81 83 46 0.00 16 1 47 524 88 44 0.00 11 173 81 82 42 0.00 18 1 324 527 86 44 0.00 12 156 81 84 40 0.00 14 1 185 545 88 45 0.00 13 125 81 85 38 0.00 10 1 169 579 86 44 0.00 14 124 81 84 39 0.00 8 1 179 580 89 44 0.00 15 94 80 85 39 0.00 8 1 172 580 88 51 0.00 16 142 79 85 43 0.00 9 1 193 576 90 50 0.00 17 117 79 86 43 0.00 7 1 191 579 90 46 0.00 18 100 79 86 43 0.00 7 1 132 579 87 49 0.00 19 152 77 86 45 0.00 9 1 168 603 88 48 0.00 20 173 76 85 47 0.00 14 1 146 623 81 46 0.00 21 124 76 73 48 0.57 21 1 176 623 79 45 0.19 22 197 75 76 48 0.00 19 1 153 623 79 50 0.04 23 145 75 75 46 0.00 19 1 166 615 81 43 0.01 24 119 83 84 41 0.24 19 1 142 607 87 56 0.00 25 209 88 83 50 0.07 18 0 147 606 77 46 0.00 26 125 89 76 45 0.13 21 0 153 604 77 44 0.00 27 110 87 77 37 0.00 16 0 170 600 76 49 0.00 28 91 87 78 45 0.00 16 0 138 599 78 44 0.03 29 63 87 83 35 0.00 12 1 133 589 85 44 0.00 30 145 77 86 39 0.00 13 0 136 580 89 45 0.00 31 120 66 86 41 0.00 11 0 154 612 84 46 0.00